Analysis to Evolution of Numerical Simulation to the Whole Process of Destroy for Main Arch of Stone Arch Bridge

Liang Yan Mao; Chang Qing Wang; Li Yong Zhang

doi:10.4028/www.scientific.net/AMM.361-363.1150

Paper Titles

The Corrosion Prevention Research of Long-Span Non-Uniform Continuous Steel Bridges
p.1129

Buckling Analysis of Steel Cylinder in Super Long Bored Piles Construction
p.1133

Selection of Anticorrosion Adhesive Layer for Steel Deck
p.1137

A Study on Integrated Condition Assessment System for Bridge
p.1144

Analysis to Evolution of Numerical Simulation to the Whole Process of Destroy for Main Arch of Stone Arch Bridge
p.1150

The Crack Limit Analysis Based on the Fracture Mechanics of the Main Arch of the Stone Arch Bridge
p.1155

The Technology of Determining Durability Index in Integrated Condition Assessment for In-Service Bridges
p.1160

Theoretical Model and Mechanical Performance of Semi-Integral Abutment Jointless Bridge
p.1166

The Technology of Determining Strengthening Economic Index in Integrated Condition Assessment for In-Service Bridges
p.1170

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 361-363Analysis to Evolution of Numerical Simulation to...

Analysis to Evolution of Numerical Simulation to the Whole Process of Destroy for Main Arch of Stone Arch Bridge

Abstract:

6m arch board used as test object, this paper introduces the arch in different level of load board cracks, development and production of plastic hinge until the whole process for all the damage simulation numerical simulation analysis then compared with experimental results and analysis of increased with load crack distribution, which can be used to understand the similar in service work condition of the stone bridge.

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Periodical:

Applied Mechanics and Materials (Volumes 361-363)

Pages:

1150-1154

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.361-363.1150

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Online since:

August 2013

Authors:

Liang Yan Mao, Chang Qing Wang, Li Yong Zhang

Keywords:

Crack, Numerical Simulation, Stone Arch Bridge

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References

[1] Smith,F. W, Harvey W.J., Vard. Three-hinge analysis of masonry arches[J]. The struct. Engrm vol. 68，1990，P. 203-207.

Google Scholar

[2] Zhou Jianting; reinforced concrete ferrule closed the main arch of arch bridges research [J]; Highway; 2002, 1: 44-46 (In Chinese).

Google Scholar

[3] Pang Guodong; Zhou Jianting; Li Yuejun; Composite main arch reinforced stone arch bearing capacity computing model study [J]; Chongqing Jiaotong University; 2006, 4. (In Chinese).

Google Scholar

[4] Yu Tianqing; Jiang Yonghong; Arch bridge reinforcement technology and application [J]; World Bridges; 2006, 1. (In Chinese).

Google Scholar